HomeMy WebLinkAboutEngineer PlanBERC
TOP OF FOUNDATION
ELEV. - 100.00
(ASSUMED)
rl. 1.
10 FT. MINIMUM
4' CAST IRON PIPE
(OR EQUAL) MINIMUM
PITCH .1 /4" PER FT.
ELEV.
ELEV.
LIQUID
OUTLET
DEPTH
TEE
4 FEET
14 INCHES
5 FEET
6 FEET
19 INCHES
24 INCHES
8 FEET
34 INCHES
. I} -iCt4 TV 17
LEGEND:
EXISTING SPOT ELEVATION x0.0
EXISTING CONTOUR----00----
FINAL SPOT ELEVATION 0.
FINAL CONTOUR
SOIL TEST LOCATION
UTILITY POLE ra3
TOWN WATER -W-W-
CATCH BASIN �O j
GAS LINE G
CESSPOOL
CLEANOUT -�C.O.
20 FT. MINIMUM FROM CELLAR
10 FT. MINIMUM FROM SLAB OR CRAVII `_F•.a.L
CONCRETE
COVERS
4' SCHFOIJIf_ •IO PVC PIPE
MIti. I'Itl.'Ii 1/lb" PER FT.
"
FLOW LINE10
r r
_TMIN.
1 ELEV. 2 0"
LEVEL
BAFFLE
ELEV. 6"I SUMP ELEV.. @ q
CAS RIBUT10N ELEV.
(TO BE PLACED ON FIRM BASES �0X
1 TO 8E WATER TESTED
1500 GALLON IF MORE THAN ONE OUTLET
SEPTIC TANK (TO 8E PLACED ON FIRM BASE)
3/4' TO 1 1/2' CLEAN -�
r} / rv, r,, r,�.1,y,_ DOUBLE WASHED STONE
l f REE OF FINES do SILT
SEWAGE DISPOSAL SYS71 li PROFILE
NOT TO SCALE
GRA ND VIEW DRl VE
►-88.4
L �55. 4 •
■ 9.7` 97.2
7.8
98.3 +1
i- Ji
DATE OF SC11 TC �1' I i
SOIL TESI Dom! BY
B-
V+I'NESS10 BY
CLEAN SAND G1=;,S�'EfNll✓r. �1;0 J � N()l 1 ELr:V.j_
C LOhtd ANO SEED PERCGLATICH f'..'•.TE _<•_.4 1.11N./IJICH AT ryZ INCHES
2" ''YER OF
1/8" TO 1/2'
1 WASHED STONE VENT
NOT REQUIRED
-
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TH
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Jt WELL
SOIL ABSORPTION
ZONE`
INDEX
SYSTEM (SAS),
ADJUST
USGS PROBABLE WATER TABLE ELEV.
OBSERVED WATER TABLE ( / / ) ELEV.
BOTTOM OF TEST HOLE ELEV.
_ s_
DCR
�v 2r RIM=96.5
--IN94W)=_95 2
ti 1_JNV (OUT)=94.8 -
T,
~` L =44. 46'97.7
. 9 .
" ' r r> 97.9
M
198.6
1
i
98. ! 98.7
I7 �.✓ .J��•; �.1 ri y•
I0 F"_0v r
7.8
PORCH
I
1
= y
/
�,
GARAGE j
9B.
/
97.5
99.1
96.6
6.3
LOT 5
LANO
ur rT :tl.i a
1.3, 891.
S.
95.5
96.2
HDPE
DRAIN
PIPE
BA SS Rl VER
IN -90.2
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'
.n
h OF Mgss9c,�
TANYA yes
DAIGNEAULT
No. 1095 N
r o
dI'sTt /c
DEPTH
HORIZ
Cot C,R
MOTT.
OTHER
L
J7 I
NO WATER ENCOUNTERED AT �� ELEV.
DESIGN CALCULATIONS
NUMBER OF BEDROOMS 3 D�✓''� 1 �`�-
GARBAGE DISPOSAL UNIT
TOTAL ESTIMATED FLOW
110 GAL/BR'/DAY X BR.) GAL./DAY
REQUIRED SEPTIC TANK CAPACITY 1= GAL.
ACTUAL SIZE OF SEPTIC TANK 1 GAL.
SOIL CLASSIFICATION I __
DESIGN PERCOLATION RATE _<�� MIN./IN.
EFFLUENT LOADING RATE 0,7_ GAL./DAY/S.F.
LEACHING AREA _ - SQ. FT.
LEACHING CAPACITY (AREA X RATE) 4.GAL./DAY
RESERVE LEACHING CAPACITY 1A'""_ GAL./DAY
NOTES:
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE 5
AND THE TOWN RULES AND REGULATIONS FOR THE SUBSURFACE DISPOSAL
OF SEWAGE.
2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO WITHIN 6' OF
FINISHED GRADE.
3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN
10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE
USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS.
4. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL BE
MORTARED IN PLACE.
5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED
OR ZONING REGULATIONS. OWNER / APPLICANT IS TO OBTAIN SUCH
DETERMINATION FROM APPROPRIATE AUTHORITY.
6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR
IS TO CALL "DIG -SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS
PRIOR TO COMMENCING WORK ON SITE.
7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS
SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY
VARIATION IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN
ENGINEER IMMEDIATELY.
B. PARCEL IS IN FLOOD ZONE C
9. LOT IS SHOWN ON ASSESSORS MAP i_ AS PARCEL !`_1
72M91EUMIED
OCT 0 4 2005
' HEALTH DEPT.
APPROVED: BO RD OF HEALTH
DATE AGENT
Fql
BA -
��p. HIGH \
/ BASS
�G' ' / RIVER
PROPOSED SEPTIC DESIGN
FOR
PROJ:
TADCO ENVIRONMENTAL CONSULTANTS
26 COMPASS LANE, DENNIS, MA 02638
(508) 385-2425
DATE 2 'Uc""
SCALE ,� _ 20'
JOB NO. r -�
REVISED
LOCATION MAP
REVISED
SHEET 1 OF 1
G• \Sff\f'KU✓W-UU\awp1-scs.umY
C2005 TADCO